利用无线传感器网络进行高效的基础设施损伤检测和定位,并通过集群生成监测损伤进展

W. Contreras, S. Ziavras
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引用次数: 3

摘要

结构健康监测(SHM)涉及制定评估仪器化工程结构状况的策略。SHM系统最关键的应用之一是民用基础设施。对于这个应用程序,特别重要的是SHM系统价格低廉且易于部署,因为基础设施的维护通常没有足够的资金。无线传感器网络(WSN)在这方面非常有用。我们提出了一种高效的基于wsn的SHM算法,用于检测、定位和监测基础设施应用中损坏的进展。该算法采用了一种新颖的基于振动的模式匹配技术,非常适合于低功耗WSN节点。在训练阶段,从分布在整个结构中的传感器节点观察到的振动形成一个参考模式体。在操作阶段,将观察到的模式与参考模式进行比较,以确定是否存在匹配。通过使用一种创新的分布式算法,实现了匹配过程的时间复杂度为O(logN)。如果不存在匹配,则指示潜在的损坏,并使用欧几里得距离确定最接近观察到的图案的参考图案。两种模式之间的差异表明存在潜在损伤的传感器节点。然后在这些传感器节点周围形成集群,以便监测局部损伤的进展。在MATLAB中对典型的桥梁部署进行了模拟,以确定在响应潜在损坏而产生的集群时发生的重叠程度。仿真结果表明,随着节点受损数量的增加,重叠也会优雅地增加。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Efficient infrastructure damage detection and localization using wireless sensor networks, with cluster generation for monitoring damage progression
Structural health monitoring (SHM) involves the development of strategies to assess the condition of instrumented engineering structures. One of the most critical applications of SHM systems is civil infrastructure. For this application, it is particularly important that SHM systems be inexpensive and easy to deploy, since the maintenance of infrastructure is often inadequately funded. Wireless sensor networks (WSN) can be very useful toward this end. We present an efficient WSN-based SHM algorithm for detecting, localizing, and monitoring the progression of damage in infrastructure applications. The algorithm utilizes a novel vibration-based pattern matching technique that is very well suited for low-power WSN nodes. During a training phase, a body of reference patterns is formed from vibrations observed at sensor nodes distributed throughout the structure. During the operational phase, observed patterns are compared to the reference patterns to determine if a match exists. Through the use of an innovative distributed algorithm, a time complexity of O(logN) is achieved for the matching process. If a match does not exist, potential damage is indicated and the reference pattern closest to the observed pattern is determined using Euclidean distance. The difference between the two patterns indicates the sensor nodes at which potential damage exists. Clusters are then formed around these sensor nodes in order to monitor the progression of local damage. Simulations are performed in MATLAB for a typical bridge deployment in order to determine the degree of overlapping that occurs as clusters are generated in response to potential damage. The simulations indicate that overlapping increases gracefully as the number of nodes experiencing damage increases.
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